Technical Specifications

Transcription

Technical Specifications
Technical
Specifications
AUGUST 2014
I
NEW ZEALAND
Contents
1
APPLICATION AND SCOPE
3
5
FIXING MONOTEK SHEET
6
1.1Application
3
5.1 General
6
1.2 Scope
3
5.2 Fastener Durability
6
1.3 Details
3
5.3 Fastener — Size and Layout
6
1.4 Specific Design
3
5.4 Gun Nailing
6
5.5 Sheet Layout
7
2
DESIGN
3
2.1 Compliance
3
6
JOINTING
7
2.2 Responsibility
3
6.1 General
7
2.3 Site and Foundation
3
6.2 Flush Joints
7
2.4 Clearances
3
6.3 Control Joints
7
2.5 Moisture Management
4
6.3.1 Vertical Control Joint
7
2.6 Structure
4
6.3.2 Horizontal Control Joint
7
2.7 Wind Loading
4
6.3.3 Gable Ends
7
2.8 Structural Bracing
4
6.4
7
2.9 Fire Rated Walls
4
6.5Openings
7
2.10
Energy Efficiency
4
7
FINISHING
8
Expansion Joint
3FRAMING
5
7.1 Preparation
8
3.1 General
5
7.2 Sealants
8
3.2 Dimensions
5
7.3 Jointing and Texture Coating
8
3.3 Timber Grade
5
3.4 Durability
5
8
STORAGE AND HANDLING
8
3.5 Frame Construction
5
3.6 Tolerances
5
3.7 Curved Walls
4
9MAINTENANCE
8
5
10 PRODUCT INFORMATION
8
PREPARATION
5
10.1 Manufacturing and Classification
8
4.1 Building Underlay or James Hardie Rigid Air Barrier
5
10.2 Product Mass
8
4.2
Rigid Air Barrier
5
10.3 Sheet Sizes
8
4.3 Vent Strip
5
10.4Durability
8
4.4 Cavity Battens
5
10.4.1 Resistance to Moisture/Rotting
9
4.5 Flashings
6
10.4.2 Resistance to Fire
9
10.4.3 Alpine Regions
9
11 SAFE WORKING PRACTICES
9
WE VALUE
YOUR FEEDBACK
To continue with the development
of our products and systems, we
value your input. Please send any
suggestions, including your name,
contact details, and relevant sketches
to:
Ask James Hardie™
Fax 0800 808 988
literaturefeedback@jameshardie.co.nz
12ACCESSORIES
11
13DETAILS
12
35
PRODUCT WARRANTY
1 Application
and scope
2 Design
1.1 APPLICATION
2.1 COMPLIANCE
Monotek Sheets are manufactured in New Zealand by James
Hardie from fibre cement which is a composition of Portland
cement, ground sand, cellulose fibre and water. Monotek
Sheet is a suitable cladding material to achieve monolithic looks
on external walls. Monotek Sheets are readily identified by its
terracotta colour and the name printed on the reverse face of
sheet. Monotek Sheets are manufactured in 7.5mm and 9mm
thicknesses. Monotek (9mm) Sheet is more suitable for high
impact areas. Monotek Sheet is face and edge sealed.
®
If you are a specifier
Or other responsible party for a project ensure that the
information in this document is appropriate for the application
you are planning and that you undertake specific design
and detailing for areas which fall outside the scope of these
specifications.
If you are an installer
Ensure that you follow the design, moisture management
and associated details and material selection provided by the
designer. All the details provided in this document must be read
in conjunction with the specifier’s specification.
Make sure your information is up to date
When specifying or installing James Hardie products, ensure you
have the current manual. If you’re not sure you do, or you need
more information, visit www.jameshardie.co.nz or Ask James
Hardie on 0800 808 868.
1.2 SCOPE
The scope of this specification is for the use of Monotek Sheets
for buildings which fall within the scope of the New Zealand
Building Code (NZBC) Acceptable Solution ‘E2/AS1’. Refer to
‘E2/AS1’ for further information.
Monotek Sheet complies with section 9.7.2 of ‘E2/AS1’.
Information contained in this document is aligned with the
requirements of NZBC Acceptable Solution ‘E2/AS1’.
Monotek Sheet cavity construction has also been BRANZ
appraised. The BRANZ Appraisal No is 466 (2005) and can
be viewed at www.branz.co.nz or www.jameshardie.co.nz. All
design and construction must comply with the requirements of
the NZBC regulations and standards.
2.2 RESPONSIBILITY
The specifier or other party responsible for the project must run
through a risk matrix analysis to determine which construction
method is to be used. The designer must also ensure that
the information and details published in this specification are
appropriate for the intended application and that additional
detailing is performed for specific design or any areas that fall
outside the scope of this specification. The designers should
ensure that the intent of their design meets the requirements of
the NZBC.
All dimensions shown are in millimeters unless noted otherwise.
All New Zealand Standards referenced in this document are
current edition and must be complied with.
James Hardie conducts stringent quality checks to ensure that
any product manufactured falls within our quality spectrum. It is
the responsibility of the builder to ensure that the product meets
aesthetic requirements before installation. James Hardie will not
be responsible for rectifying obvious aesthetic surface variations
following installation.
2.3 SITE AND FOUNDATION
This specification also covers the use of Monotek Sheets in
cavity construction when buildings subject to specific design
wind pressure of 2.5kPa (ULS). This document is intended for
use by architects, designers and specifiers who are involved in
specifying Monotek Sheet cladding.
The site on which the building is situated must comply with
NZBC Acceptable Solution E1/AS1 ‘Surface Water’. Foundation
design must comply with the requirements of NZS 3604 ‘Timber
Framed Buildings’ or be as per specific engineering design.
The grade of adjacent finished ground must slope away from
the building to avoid any possibility of water accumulation in
accordance with NZBC requirements.
1.3 DETAILS
2.4 CLEARANCES
Various Monotek Sheet details are provided in the Details
section of this document. This specification and details in CAD
file are also available to download from our website at www.
jameshardie.co.nz.
The clearance between the bottom edge of cladding and paved/
unpaved ground must comply with NZBC Acceptable Solution
‘E2 /AS1’, paragraph 9.1.3.
1.4 SPECIFIC DESIGN
For use of Monotek Sheets outside the scope of this document,
the architect, designer or engineer must undertake specific
design. For advice on designs outside the scope of this
specification, Ask James Hardie on 0800 808 868.
The finished floor level must also comply with these
requirements. These clearances must be maintained throughout
the life of the building.
Monotek Sheets must overhang the bottom plate on a concrete
slab by a minimum of 50mm as required by NZS 3604.
Monotek Sheets must have a minimum clearance of 100mm
from paved ground and 175mm from unpaved ground.
On the roofs and decks the minimum clearance must be 50mm.
Do not install external cladding such that it may remain in contact
with water or ground.
Monotek® Sheet Technical Specification August 2014 New Zealand
3
2.5 MOISTURE MANAGEMENT
2.9 FIRE RATED WALLS
It is the responsibility of the specifier to identify moisture related
risks associated with any particular building design.
Monotek Sheet clad walls using a cavity construction method
can achieve fire ratings up to 60/60/60 when the walls are
constructed in accordance with this literature and include the fire
rated system requirements as specified in James Hardie Fire and
Acoustic Design Manual. Refer to fire and acoustic literature for
further information on fire rated systems
Wall construction design must effectively manage moisture,
considering both the interior and exterior environments of the
building, particularly in buildings that have a higher risk of wind
driven rain penetration or that are artificially heated or cooled.
Walls shall include those provisions as required by NZBC
Acceptable Solution ‘E2/AS1’ ‘External Moisture’. In addition
all wall openings, penetrations, junctions, connections, window
sills, heads and jambs must incorporate appropriate flashings for
waterproofing. The other materials, components and installation
methods used to manage moisture in external walls, must
comply with the requirements of relevant standards and the
NZBC.
For further information in relation to designing for
weathertightness, refer to BRANZ Ltd and the Department of
Building and Housing (DBH) updates on the following websites,
respectively
www.branz.co.nz and www.dbh.govt.nz.
2.6 STRUCTURE
Timber framing must comply with NZS 3604 for buildings or
parts of buildings within the scope limitations of NZS 3604.
Buildings or parts of buildings outside the scope of NZS 3604
must be as per specific design in accordance with NZS 3603
and AS/NZS 1170. Where specific design is required, the framing
must be of at least equivalent stiffness to the framing provisions
of NZS 3604. In all cases studs must be at maximum 600mm
centres for buildings designed to NZS 3604 and at maximum
400mm centres for specifically designed buildings.
External walls constructed using Monotek Sheet, bulk insulation,
where the area of glazing is 30% or less of the total wall area
and constructed as per this technical specification complies with
the requirements for walls in NZBC Acceptable Solution H1/AS1
(NZBC Clause H1 Energy Efficiency), Replacement Table 1. To
meet thermal insulation requirements for the construction, the bulk
insulation as specified in Table 1 must be used. This insulation may
be substituted with insulations having higher R-values. The thermal
insulation of a wall gets affected when the depth of the timber
framing is increased or decreased. The calculation used in Table 1
is based on a timber framing size 90 x 45mm and using an internal
lining material such as James Hardie Villaboard® Lining or a 10mm
plasterboard.
Table 1
Insulation capability
Climate
Zone
Construction
R‑Value
Requirement
Minimum R-Value
of Insulation
Required
1 and 2
1.9 m2 ºC/W
#R2.0
3
2.0 m2 ºC/W
#R2.2
Monotek Sheet is suitable for use in all New Zealand wind zones
up to and including EH as defined in NZS 3604.
Total construction R-Value depends on the insulation material
used and the framing ratio. The insulation material R-Values
specified in this table are for studs spaced at 600mm c/c and
nogs spaced at 800mm c/c.
Monotek Sheet (9mm) is suitable for use in specific engineering
design (SED) projects subject to maximum wind pressure of up
to 2.5kPa (uls).
# To achieve higher R-Values of construction the wall insulation
must be replaced with an insulation material having higher
R‑Values to suit the requirements.
2.8 STRUCTURAL BRACING
For further guidance on insulation requirement refer to the current
edition of ‘House Insulation Guide’ published by BRANZ.
2.7 WIND LOADING
Monotek Sheets can be used to achieve structural bracing
required for timber framed buildings designed and constructed
in accordance with NZS 3604. The Monotek Sheet must
be installed as per specific bracing system details that are
available separately. Monotek Sheet bracing systems have been
independently tested and assessed by BRANZ. Refer to the
James Hardie Bracing Design Manual for details.
4
2.10 ENERGY EFFICIENCY
Monotek® Sheet Technical Specification August 2014 New Zealand
3 Framing
4 Preparation
3.1 GENERAL
4.1 B
UILDING UNDERLAY OR JAMES
HARDIE RIGID AIR BARRIER
This Monotek Sheet technical specification is only suitable for
timber-framed buildings. Other framing materials are outside the
scope of this specification.
3.2 DIMENSIONS
A 45mm (nominal) minimum stud width is required.
3.3 TIMBER GRADE
Minimum timber grade requirements are No. 1 framing grade
as per NZS 3631 ‘New Zealand Timber Grading Rules’ or
equivalent.
3.4 DURABILITY
To comply with NZBC requirements the external framing must
be treated to a minimum H1.2 treatment. Refer to the NZBC
Acceptable Solution B2/AS1 ‘Durability’ for further information
about the durability requirements.
For timber treatment and allowable moisture content information
refer to NZS 3602 (Timber and Wood-Based Products for use
in Buildings) and NZS 3640 (Chemical Preservation of Round
and Sawn Timber) for minimum timber treatment selection and
treatment requirements.
Also refer to framing manufacturer’s literature for further guidance
on timber selection.
Framing must be protected from moisture at sites in accordance
with the recommendations of framing manufacturers.
Note: Refer to NZS 3602 for information about the allowable moisture
content in timber.
Building underlay or James Hardie Rigid Air Barrier must be
provided as per the requirements of the NZBC Acceptable
Solution ‘E2/AS1’ ‘External Moisture’ and NZS 3604. The
building underlays must comply with Table 23 of ‘E2/AS1’. The
building underlay must be fixed in accordance with ‘E2/AS1’,
NZS 3604 and the underlay manufacturer’s recommendations.
Walls which are not lined on the inside face e.g. garage walls or
gable ends must include a rigid sheathing or an air barrier behind
the cladding which complies with the requirements of NZBC
Acceptable Solution ‘E2/AS1’. James Hardie Rigid Air Barriers
are suitable for use in these applications. It must be installed in
accordance with James Hardie Rigid Air Barrier installation manual.
4.2 RIGID AIR BARRIER
For EH wind zone and specific engineering design (SED)
projects where the wind pressures are higher than 1.5kPa
(uls), RAB Board (6mm) must be used. Refer to James Hardie
Rigid Air Barrier installation manual for information regarding its
installation.
4.3 VENT STRIP
The James Hardie uPVC cavity vent strip must be installed at the
bottom of all walls constructed using the drained and ventilated
cavity construction method. It is important that the openings
in the vent strip are kept clear and unobstructed to allow free
drainage and ventilation of cavities. James Hardie uPVC vent
strip has an opening area of 1000mm2/m length.
3.5 FRAME CONSTRUCTION
The framing must fully support all sheet edges. The framing
must be rigid and not rely on the cladding sheet for stability.
All timber framing sizes and set-out must comply with NZS 3604
and as specified in this specification. Use of timber framing must
be in accordance with framing manufacturer’s specifications.
• W
hen studs are spaced at 600mm centres maximum then
the nogs / dwangs must be provided at 800mm centres
maximum.
• When studs are spaced at 400mm centres then the nogs /
dwangs may be provided at 1200mm centres.
• An extra stud is required in internal corners.
• For EH wind zone, specific engineering design projects or
wind pressures above 1.5kPa, studs must be spaced at
400mm centres maximum.
• For SED projects framing is to be designed/verified by project
structural engineer.
3.6 TOLERANCES
In order to achieve an acceptable wall finish, it is imperative that
framing is straight and true. Framing tolerances must comply with
the requirements of NZS 3604. All framing shall be madex flush.
3.7 CURVED WALLS
Monotek Sheet can be used in a curved application. For further
information Ask James Hardie on 0800 808 868.
4.4 CAVITY BATTENS
In accordance with NZBC Acceptable Solution ‘E2/AS1’ Table 2,
Monotek Sheets to be installed on a cavity.
The cavity battens provide airspace between the frame and the
sheet and are considered a ‘packer’ only in this specification.
The timber battens must be minimum H3.1 treated in
accordance with NZS 3640 (Chemical preservation of rough and
sawn timber) to comply with the durability requirements of B2/
AS1.
Cavity battens must comply with following requirements
• b
e minimum 18mm thick.
• be minimum as wide as the width of studs.
• w
hen studs are at 600mm centres battens to be provided at
300mm centres.
• b
e fixed by the cladding fixings to the main framing through
the building underlay.
• u
ntil claddings are fixed the battens only need to be tacked to
the framing.
Note: Batten fixing is required temporarily to keep them straight on the
wall during construction.
Battens should be fixed with 40 x 2.8mm nails at 800mm
centres maximum.
Monotek® Sheet Technical Specification August 2014 New Zealand
5
4.5 INTERMEDIATE SUPPORT
5.2 FASTENER DURABILITY
Where studs are at 600mm centres an intermediate means of
restraining the building underlay and insulation from bulging into
the cavity shall be installed. An acceptable method to achieve
this is using one of the following:
• intermediate cavity batten between the studs.
• 75mm galvanised mesh.
• polypropylene tape at 300mm centres fixed horizontally and
drawn taut.
Fasteners must meet the minimum durability requirements
of the NZBC. NZS 3604 specifies the requirements for fixing
material to be used in relation to the exposure conditions and are
summarised in Table 2.
No intermediate supports are required:
NAIL MATERIAL
• where studs are at maximum 400mm centres; or,
• when rigid sheathings instead of building underlays are used.
Table 2
Exposure conditions and nail selection prescribed by
NZS 3604
D Zone *
Note: 100mm long cavity packers must be used where required to
support fixings in this circumstance.
4.6 FLASHINGS
Grade 316 Stainless
Zone C outside
sea spray zone and
Zone B and Geothermal
hot spots
Hot-dipped galvanised
or 316 stainless
Bracing  —
All zones
Grade 316
Stainless
All wall openings, penetrations, intersections, connections,
window sills, heads and jambs must be flashed prior to sheet
installation. Please refer to moisture management requirements
in Clause 2.5.
* (Zone C areas where local knowledge dictates that increased
durability is required, appropriate selection shall be made).
Microclimate conditions as detailed in NZS 3604, paragraph
4.2.4 require SED.
The building underlay must be appropriately incorporated with
penetration and junction flashings. Materials must be lapped in
such a way that water tracks down to the exterior on the face
of building underlay. James Hardie will assume no responsibility
for water infiltration within the wall due to poor installation of
flashing or building underlay. The selected flashing materials must
comply with the durability requirements of Table 20 of the NZBC
Acceptable Solution ‘E2/AS1’.
Also refer to the NZBC Acceptable Solution ‘E2/AS1’ Table 20
and 21 for information regarding the selection of suitable fixing
materials and their compatibility with other materials.
4.7 JUNCTIONS AND PENETRATIONS
Refer to Clause 2.5 of this specification for moisture
management requirements. All windows and doors must be
detailed as per the requirements of this specification. James
Hardie has developed the window details for Monotek Sheet
which meet the requirements of E2 ‘External Moisture’, an
approved document of the NZBC. Refer to Figures 11 to 13.
5.3 FASTENER — SIZE AND LAYOUT
Monotek Sheets must be fixed to framing using the fixings
as specified in Table 3 and in accordance with the following
requirements:
• Nails must have a minimum clearance of 12mm from sheet
edges and a minimum of 75mm vertically and 150mm
horizontally from sheet corners.
• The sheets must have a gap of 1-2mm at all flush finished
joints.
• Nails must finish flush with the sheet surface.
Table 3
5 Fixing Monotek
Sheet
5.1 GENERAL
Monotek Sheets must be kept dry and under cover whilst in
storage or during the installation. Framing moisture contents
must not exceed the maximum limit specified in NZS 3602 prior
to sheet installation. Every endeavour must be made to keep
framing dry once sheet fixing commences. Site cut sheet edges
must be sealed prior to installation. The site cut sheets edges
around window / door openings and other penetrations, e.g.
meter boxes etc. are also required to be sealed.
Use acyrlic sealers such as Dulux acraprime 501/1 or Dulux
primercryl or similar. Check compatibility with texture coat systems.
6
Monotek® Sheet Technical Specification August 2014 New Zealand
Sheet fixing
Cavity construction up to and including VH wind
zones
60 x 3.15mm
HardieFlex nails
Fix sheet @ 200mm centres at all studs.
Fix sheet @ 150mm centres at top plate
and bottom plate.
Cavity construction on buildings with EH wind zone
or with uls design wind pressure of up to 2.5kPa
60 x 3.15mm
HardieFlex nails
Fix sheet @ 150mm centres at all sheet
edges as well as all intermediate framing.
When using rigid air barrier like HomeRAB PreClad Lining or RAB
Board, the cladding fixing nails must be increased in length equal
to the thickness of the rigid air barrier.
Note: Special fixing arrangements are required for bracing and fireresistance rated wall systems. For more information Ask James Hardie on
0800 808 868.
5.4 GUN NAILING
6.3.1 Vertical Control Joint
Monotek Sheets can be fixed using nail guns. The gun nails
used must have a full round head to provide the required holding
power. The length and gauge of nails must be a minimum as
specified in this document. Check with nail gun manufacturer for
more information.
Vertical control joints must be provided at a maximum spacing
of 5.4m from other control joints, the edge of the cladding,
expansion joints or internal and external corners.
Note: Do not use D Head nails. Do not use gun nailing for bracing applications.
5.5 SHEET LAYOUT
The framing layout must be checked to facilitate the construction
of control joints prior to sheet installation.
• All sheet edges must be supported by the framing.
• All sheets must be fixed vertically.
6 Jointing
6.1 GENERAL
The Monotek Sheets are supplied with 2 recessed edges. When
the sheets are cut on site to suit the site requirements then the
sheet edge cut on site must be recessed for flush jointing. The
control joints are formed with square sheet edges.
6.2 FLUSH JOINTS
Monotek Sheets must have a gap of 1 – 2mm when joining them
together for the flush joints. Refer Figure 6.
• Monotek Sheets must be flush jointed with a proprietary flush
jointing plaster system.
• Where a flush horizontal joint and a vertical control joint
coincide on the wall, the vertical control joint must extend to
full height of the wall.
• Flush joints must never be located on the corners of openings
or at other high stress locations. Flush joint must be off set
from the corners of opening by 200mm minimum.
• Flush joints must not be located along floor joists.
6.3 CONTROL JOINTS
Control joints are required as described in Table 4. Flush–finish
joints are not control joints. Control joints are necessary to
accommodate the minimal differential movements between
framing and sheets due to normal cyclic changes in the
environment and structural behaviour.
Vertical control joints may occur at the edge of window or
door openings. Vertical control joints may be staggered across
horizontal control joints.
6.3.2 Horizontal Control Joint
At floor joist level, in addition to the movements outlined above,
horizontal control joints are required to accommodate the
movement resulting from timber joist shrinkage and deflection.
Horizontal control joints must be provided at all floor joists and
wall frame to truss connections. Elsewhere horizontal control
joints are required at a maximum spacing of 5.4m where the
studs are running continuous to full height.
6.3.3 Gable Ends
Where the truss is sitting over the wall frame a horizontal control
joint must be provided above the top plate. Additional framing
may need to be provided in the gable frame to support Monotek
Sheet installation as required under Section 3 ‘Framing’.
Where a single stud continues from bottom plate to the
underside of roof framing, no horizontal control joint is required
where the stud height is equal to or less than 5400mm. In this
case flush horizontal joints can be formed similar to the vertical
flush joints. Refer Figure 18.
6.4 EXPANSION JOINT
Expansion joints are provided to accommodate structural
movement. They are generally only required for larger commercial
buildings, and such buildings are outside the scope of this
literature. Appropriate joint design shall be undertaken for the
application.
6.5 OPENINGS
All openings in the cladding must be adequately flashed to
prevent moisture ingress in to the wall. Horizontal and vertical
flush joints must not be located along the sides of windows and
doors. These must be located a minimum of 200mm from the
corner of an opening or change in the height of the wall when
required.
Table 4
Control joints
Vertical
Horizontal
5400mm centres
max and at all internal
corners (standard detail
is a control joint)
At all floor joist locations (Standard
details are control joints) and
5400mm centres max. (Full
height,continuous studs nogged at
flush joint)
Refer Figure 3 for further information on control joint locations.
Monotek® Sheet Technical Specification August 2014 New Zealand
7
7 Finishing
10 P
roduct
information
7.1 PREPARATION
10.1 MANUFACTURING AND
CLASSIFICATION
Protective texture coating of Monotek Sheet is required in order
to meet the durability requirements of the NZBC. All sealants
must meet the relevant requirements of the NZBC. The Monotek
Sheets must be dry and free from dirt before jointing and texture
coating. Monotek Sheets must be texture coated within 90 days
of installation.
7.2 SEALANTS
All sealants must meet the relevant requirements of the NZBC.
Application and use of sealants must comply with manufacturer’s
instructions and be compatible with texture coating. Check with
sealant manufacturer prior to coating over sealants. Some sealant
manufacturers do not recommend coating over their product.
Monotek Sheets are manufactured to AS/NZS 2908.2 ‘CelluloseCement Products Part 2: Flat Sheets’ (ISO 8336 ’Fibre Cement
Flat Sheets’) in New Zealand. James Hardie New Zealand is an
ISO 9001 ‘Telarc’ certified manufacturer.
Monotek Sheets are classified Type A, Category 3 in accordance
with AS/NZS 2908.2 ‘Cellulose-Cement Products’.
7.3 JOINTING AND TEXTURE COATING
For Safety Data Sheets (SDS) visit www.jameshardie.co.nz
or Ask James Hardie on 0800 808 868.
The Light Reflectance Value (LRV) for coatings to be used with
Monotek Sheet cladding must be minimum 40% or higher.
Jointing and coating systems must comply with EM4 and meet
the requirements of the NZBC Acceptable Solutions ‘E2/AS1’.
10.2 PRODUCT MASS
8 Storage and
handling
Monotek Sheets must be laid flat on a smooth level surface.
Edges and corners must be protected from chipping.
To ensure optimum performance, store panels under cover and
keep dry prior to fixing. If the sheets should become wet, allow to
dry thoroughly before fixing.
Do not carry Monotek Sheets on the flat, carry in the vertical
position to avoid excessive bending.
9 Maintenance
It is the responsibility of the specifier to determine normal
maintenance requirements to comply with NZBC Acceptable
Solution B2/AS1. The extent and nature of maintenance will
depend on the geographical location and exposure of the
building. As a guide, it is recommended that basic normal
maintenance tasks shall include but not be limited to:
• Washing
down exterior surfaces every 6-12 months*
• Re-application of exterior protective finishes if necessary**
• Maintaining the exterior envelope and connections including
joints, penetrations, flashings and sealants that may provide a
means of moisture entry beyond the exterior cladding
• Cleaning out gutters, blocked pipes and overflows as required
• Pruning back vegetation that is close to or touching the building.
* Do not use a water blaster to wash down the cladding.
**Refer to your texture coating manufacturer for washing down
and recoating requirements.
8
Monotek Sheets are a cellulose fibre reinforced cement building
product. The basic composition is Portland cement, ground
sand, cellulose fibre and water. The sheets are easily identified
by the name ‘Monotek®‘ or ‘Monotek® 9mm’ printed at regular
intervals on the back face of sheet.
Monotek® Sheet Technical Specification August 2014 New Zealand
Monotek Sheets are 7.5mm and 9mm thick and have a mass of
10.7kg/m2 and 12.84kg/m2 respectively at EMC.
Monotek Sheets are classified as a Light Weight Wall Cladding
(not exceeding 30kg/m2) in accordance with NZS 3604.
10.3 SHEET SIZES
Nominal sizes of Monotek Sheets are specified in Table 5.
Table 5
Monotek Sheet sizes — 7.5mm and 9mm
Two edges step recessed (2 long edges)
Length (mm)
Width (mm)
2450
1200
2700
1200
3000
1200
10.4 DURABILITY
Monotek Sheets, when installed and maintained as per the
technical specification, will meet the durability requirements for
claddings as required in the NZBC Approved Document B2
‘Durability’.
10.4.1 Resistance to moisture/rotting
Monotek Sheet demonstrates resistance to permanent moisture
induced deterioration (rotting) and has passed the following tests
in accordance with AS/NZS 2908.2:
• Water Permeability (Clause 8.2.2)
• Warm Water (Clause 8.2.4)
• Heat Rain (Clause 6.5)
• Soak Dry (Clause 8.2.5)
10.4.2 Resistance to fire
James Hardie recommended safe working practices
Monotek Sheet is classified as ‘Non-Combustible Material’
which is suitable for use as external cladding and complies with
Performance C3.7 of the NZBC Clause C3 Fire Affecting Areas
Beyond the Fire Source.
CUTTING OUTDOORS
10.4.3 Alpine regions
BEST
In regions subject to freeze/thaw conditions, Monotek Sheet
must not be in direct contact with snow or ice build up for
extended periods, e.g. external walls in alpine regions must be
protected where snow drifts over winter is expected.
• Score and snap • Hand guillotine The Monotek Sheet has been tested in accordance with
AS/NZS 2908.2 Clause 8.2.3.
11 Safe working
practices
DO NOT BREATHE DUST AND CUT ONLY IN WELL
VENTILATED AREA
James Hardie products contain respirable crystalline silica which
is considered by some international authorities to be a cause of
cancer from some occupational sources. Breathing excessive
amounts of respirable silica dust can also cause a disabling
and potentially fatal lung disease called silicosis, and has been
linked with other diseases. Some studies suggest smoking may
increase these risks. During installation or handling: (1) work in
outdoor areas with ample ventilation; (2) minimise dust when
cutting by using either ‘Score and Snap’ knife, fibre cement
shears or, where not feasible, use a HardieBlade™ Saw Blade
and dust-reducing circular saw attached to a HEPA vacuum; (3)
warn others in the immediate area to avoid breathing dust; (4)
wear a properly-fitted, approved dust mask or respirator (e.g.
P1 or P2) in accordance with applicable government regulations
and manufacturer instructions to further limit respirable silica
exposures. During clean-up, use HEPA vacuums or wet cleanup
methods - never dry sweep. For further information, refer to our
installation instructions and Safety Data Sheets available at www.
jameshardie.co.nz.
FAILURE TO ADHERE TO OUR WARNINGS, SAFETY DATA SHEETS,
AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS
PERSONAL INJURY OR DEATH.
Position cutting station so that wind will blow dust away
from user or others in working area. Use one of the following
methods based on the required cutting rate:
• Fibreshear
GOOD
• D
ust reducing circular saw equipped with HardieBlade™
Saw Blade and HEPA vacuum extraction.
CUTTING INDOORS
• C
ut only using score and snap, hand guillotine or
fibreshears (manual, electric or pneumatic).
• Position cutting station in well-ventilated area
REBATING/DRILLING/OTHER MACHINING
When rebating, drilling or machining you should always wear
a P1 or P2 dust mask and warn others in the immediate area.
1. F
or maximum protection (lowest respirable dust
production), James Hardie recommends always using
“Best” — level cutting methods where feasible
2. NEVER use a power saw indoors
3. N
EVER use a circular saw blade that does not carry the
HardieBlade™ logo
4. N
EVER dry sweep — Use wet suppression or HEPA
Vacuum
5. NEVER use grinders
6. A
LWAYS follow tool manufacturer’s safety
recommendations
P1 or P2 respirators can be used in conjunction with above
cutting practices to further reduce dust exposures. Additional
exposure information is available at www.jameshardie.co.nz to
help you determine the most appropriate cutting method for
your job requirements. If concern still exists about exposure
levels or you do not comply with the above practices, you
should always consult a qualified industrial hygienist or
contact James Hardie for further information.
Monotek® Sheet Technical Specification August 2014 New Zealand
9
Working instructions
Storage and handling
Refer to recommended Safe Working Practices before starting
any cutting or machining of product.
All James Hardie building products should be stored to avoid
damage, with edges and corners of the sheets protected from
chipping.
Score and snap
Score and Snap is a fast and efficient
method of cutting the product using
special tungsten tipped Score and Snap
knife.
Preferably score on the face side of the product. Score against a
straight edge and repeat the action to obtain adequate depth for
clean break – normally 1/3 of sheet thickness. Snap upwards to
achieve break. Smooth any rough edges with a rasp.
Hand guillotine
Make guillotine cut on the off-cut side of line to
allow for the thickness of the blade.
Fibreshear heavy duty
An electrically powered, fast, clean and
effortless way of cutting James Hardie building
products, especially around curves such as
archways. Make Fibreshear cut on the “off-cut”
side of the line to allow for the thickness of the
shear.
HardieBlade™ Saw Blade
The HardieBlade™ Saw Blade used with a
dust-reducing saw connected to a HEPA
vacuum is ideal for fast, clean cutting of James
Hardie fibre cement products. A dust-reducing
saw uses a dust deflector or a dust collector connected to a
vacuum system. When sawing, clamp a straight-edge to the
sheet as a guide and run the saw base plate along the straight
edge when making the cut.
Hole-forming
For smooth clean cut circular holes:
Mark the centre of the hole on the sheet.
Pre-drill a ‘pilot’ hole.
Using the pilot hole as a guide, cut the hole to the appropriate
diameter with a hole saw fitted to a heavy duty electric drill.
For irregular holes:
Small rectangular or circular holes can be cut
by drilling a series of small holes around the
perimeter of the hole then tapping out the
waste piece from the sheet face.
Tap carefully to avoid damage to sheets, ensuring that the sheet
edges are properly supported.
10
Monotek® Sheet Technical Specification August 2014 New Zealand
James Hardie building products must be installed in a dry state
and be protected from rain during transport and storage. The
product must be laid flat under cover on a smooth level surface
clear of the ground to avoid exposure to water or moisture, etc.
Quality
James Hardie conducts stringent quality checks to ensure that
any product manufactured falls within our quality spectrum. It is
the responsibility of the builder to ensure that the product meets
aesthetic requirements before installation. James Hardie will not
be responsible for rectifying obvious aesthetic surface variations
following installation.
12 Accessories
Accessories supplied by James Hardie
Accessory
Size (mm)
Material/appearance
Code
Black compressible foam
Inseal 3259 1.5mm thick
300767
50mm
50m roll
80mm
50m roll
HardieFlex™ nail — 5kg
60 x 3.15 ø
316 Stainless Steel
302782
HardieFlex™ nail — 5kg
60 x 3.15 ø
Hot Dip Galvanised
302784
7.5mm Horizontal Flashing
3000 long
uPVC/Bone colour
302256
9mm Horizontal Flashing
3000 long
uPVC/Bone colour
302257
Horizontal 180º
100 long
uPVC/Bone colour
301921
50 x 50
uPVC/Bone colour
301920
Vent Strip
3000 long
uPVC
302490
Corner Underflashing
50 x 50mm
3000 long
uPVC/Bone colour
303745
HardieBlade™ Saw Blade
4 tooth - 184mm
Diamond Tipped
300660
300769
Flashing Jointer
Corner 90º
Flashing Jointer
Accessories not supplied by James Hardie
James Hardie recommends the following products for use in conjunction with its Monotek® Sheet. James Hardie does not supply these products.
Please contact component manufacturer for information on their warranties and further information on their products.
SEALANT
Accessory
Size (mm)
Material/appearance
HardieFlex™ nail
40 x 2.8mm ø
316 Stainless Steel
HardieFlex™ nail
40 x 2.8mm ø
Hot Dip Galvanised
Flexible sealant e.g. Sikaflex AT Facade
or similar
Tube
Cured Ruberised compound
PEF rod or expandable foam
Polyethylene foam
Plastic/foam
Flashing tape
Tyvek, Protecto wrap or similar
Proprietary tape to
adhere to building
underlay
Synthetic paper
Flashing to Table 20 ‘E2/AS1’
Refer Figure 14
Inseal 3109 Sealing Strip
19 x 10
Black compressible foam
Monotek® Sheet Technical Specification August 2014 New Zealand
11
13 Details
Various details outlined in the following table are available on pages 13 to 34.
Table 6
Details
DESCRIPTION
12
FIGURE
PAGE
Cavity framing and batten setout
Figure 1
13
Cavity batten fixing
Figure 2
14
Cavity sheet fixing setout
Figure 3
15
Control joint setout
Figure 4
16
Cavity concrete footing
Figure 5
17
Cavity vertical flush joint setout
Figure 6
17
Cavity vertical control joint setout
Figure 7
18
Cavity external corner
Figure 8
18
Cavity internal corner
Figure 9
19
Cavity soffit detail
Figure 10
19
Cavity window sill
Figure 11
20
Cavity window head
Figure 12
20
Cavity window jamb
Figure 13
21
Cavity head flashing termination
Figure 14
22
Cavity horizontal control joint
Figure 15
23
Cavity ‘h’ mould joiner and corner
Figure 16
24
Cavity flush stopped horizontal joint
Figure 17
25
Cavity one piece apron flashing joint
Figure 18
26
Cavity enclosed balustrade to wall
Figure 19
27
Cavity one piece gutter/wall junction
Figure 20
28
Cavity parapet flashing
Figure 21
29
Cavity deck junction
Figure 22
29
Cavity pipe penetration
Figure 23
30
Cavity meter box at head
Figure 24
30
Cavity meter box at sill
Figure 25
31
Cavity meter box at jamb
Figure 26
31
Cavity at enclosed deck
Figure 27
32
Cavity balustrade to wall junction
Figure 28
32
Cavity enclosed balustrade to wall
Figure 29
33
Cavity drained flashing joint
Figure 30
34
Monotek® Sheet Technical Specification August 2014 New Zealand
Figure 1: Cavity framing and batten setout
Monotek® Sheet Technical Specification August 2014 New Zealand
13
Figure 2: Cavity batten fixing
14
Monotek® Sheet Technical Specification August 2014 New Zealand
Figure 3: Cavity sheet fixing setout
Monotek® Sheet Technical Specification August 2014 New Zealand
15
Figure 4: Control joint setout
16
Monotek® Sheet Technical Specification August 2014 New Zealand
Figure 5: Cavity concrete footing
Figure 6: Cavity vertical flush joint setout
Monotek® Sheet Technical Specification August 2014 New Zealand
17
Figure 7: Cavity vertical control joint setout
Figure 8: Cavity external corner
18
Monotek® Sheet Technical Specification August 2014 New Zealand
Figure 9: Cavity internal corner
Figure 10: Cavity soffit detail
Monotek® Sheet Technical Specification August 2014 New Zealand
19
Figure 11: Cavity window sill
Figure 12: Cavity window head
20
Monotek® Sheet Technical Specification August 2014 New Zealand
Figure 13: Cavity window jamb
Monotek® Sheet Technical Specification August 2014 New Zealand
21
Figure 14: Cavity head flashing termination
22
Monotek® Sheet Technical Specification August 2014 New Zealand
Figure 15: Cavity horizontal control joint
Monotek® Sheet Technical Specification August 2014 New Zealand
23
Figure 16: Cavity ‘h’ mould joiner and corner
24
Monotek® Sheet Technical Specification August 2014 New Zealand
Figure 17: Cavity flush stopped horizontal joint
Monotek® Sheet Technical Specification August 2014 New Zealand
25
Figure 18: Cavity one piece apron flashing joint
26
Monotek® Sheet Technical Specification August 2014 New Zealand
Figure 19: Cavity enclosed balustrade to wall
Monotek® Sheet Technical Specification August 2014 New Zealand
27
Figure 20: Cavity one piece gutter/wall junction
28
Monotek® Sheet Technical Specification August 2014 New Zealand
Figure 21: Cavity parapet flashing
Figure 22: Cavity deck junction
Monotek® Sheet Technical Specification August 2014 New Zealand
29
Figure 23: Cavity pipe penetration
Figure 24: Cavity meter box at head
30
Monotek® Sheet Technical Specification August 2014 New Zealand
Figure 25: Cavity meter box at sill
Figure 26: Cavity meter box at jamb
Monotek® Sheet Technical Specification August 2014 New Zealand
31
Figure 27: Cavity at enclosed deck
Figure 28: Cavity balustrade to wall junction
32
Monotek® Sheet Technical Specification August 2014 New Zealand
Figure 29: Cavity enclosed balustrade to wall
Monotek® Sheet Technical Specification August 2014 New Zealand
33
Figure 30: Cavity drained flashing joint
34
Monotek® Sheet Technical Specification August 2014 New Zealand
Product Warranty
August 2014
Warranty: James Hardie New Zealand (“James Hardie”) warrants for a period of 15 years from the date of purchase that the Monotek®
Sheet (the “Product”), will be free from defects due to defective factory workmanship or materials and, subject to compliance with the
conditions below, will be resistant to cracking, rotting, fire and damage from termite attacks to the extent set out in James Hardie’s relevant
published literature current at the time of installation. James Hardie warrants for a period of 15 years from the date of purchase that the
accessories supplied by James Hardie will be free from defects due to defective factory workmanship or materials.
Nothing in this document shall exclude or modify any legal rights a customer may have under the Consumer Guarantees Act or otherwise
which cannot be excluded or modified at law.
CONDITIONS OF WARRANTY:
The warranty is strictly subject to the following conditions:
a)James Hardie will not be liable for breach of warranty unless the claimant provides proof of purchase and makes a written claim
either within 30 days after the defect would have become reasonably apparent or, if the defect was reasonably apparent prior to
installation, then the claim must be made prior to installation.
b)
This warranty is not transferable.
c)The Product must be installed and maintained strictly in accordance with the relevant James Hardie literature current at the time
of installation and must be installed in conjunction with the components or products specified in the literature. Further, all other
products, including coating and jointing systems, applied to or used in conjunction with the Product must be applied or installed
and maintained strictly in accordance with the relevant manufacturer’s instructions and good trade practice.
d)The project must be designed and constructed in strict compliance with all relevant provisions of the current New Zealand
Building Code (“NZBC”), regulations and standards.
e)The claimant’s sole remedy for breach of warranty is (at James Hardie’s option) that James Hardie will either supply replacement
product, rectify the affected product or pay for the cost of the replacement or rectification of the affected product.
f)James Hardie will not be liable for any losses or damages (whether direct or indirect) including property damage or personal
injury, consequential loss, economic loss or loss of profits, arising in contract or negligence or howsoever arising. Without limiting
the foregoing James Hardie will not be liable for any claims, damages or defects arising from or in any way attributable to poor
workmanship, poor design or detailing, settlement or structural movement and/or movement of materials to which the Product is
attached, incorrect design of the structure, acts of God including but not limited to earthquakes, cyclones, floods or other severe
weather conditions or unusual climatic conditions, efflorescence or performance of paint/coatings applied to the Product, normal
wear and tear, growth of mould, mildew, fungi, bacteria, or any organism on any Product surface or Product (whether on the
exposed or unexposed surfaces).
g)All warranties, conditions, liabilities and obligations other than those specified in this warranty are excluded to the fullest extent
allowed by law.
h)If meeting a claim under this warranty involves re-coating of Products, there may be slight colour differences between the original
and replacement Products due to the effects of weathering and variations in materials over time.
Disclaimer: The recommendations in James Hardie’s literature are based on good building practice, but are not an exhaustive statement of all relevant
information and are subject to conditions (c), (d), (f) and (g) above. James Hardie has tested the performance of the Monotek Sheet when installed in
accordance with the Monotek Sheet technical specification, in accordance with the standards and verification methods required by the NZBC and those test
results demonstrate the product complies with the performance criteria established by the NZBC. However, as the successful performance of the relevant
system depends on numerous factors outside the control of James Hardie (e.g. quality of workmanship and design) James Hardie shall not be liable for the
recommendations made in its literature and the performance of the relevant system, including its suitability for any purpose or ability to satisfy the relevant
provisions of the NZBC, regulations and standards as it is the responsibility of the building designer to ensure that the details and recommendations provided
in the relevant James Hardie installation manual are suitable for the intended project and that specific design is conducted where appropriate.
Copyright August 2014. © James Hardie New Zealand. TM and ® denote a trademark or registered mark owned by James Hardie Technology Limited.
Ask James HardieTM
I
Call 0800 808 868
I
jameshardie.co.nz
Copyright August 2014. © James Hardie New Zealand. TM and ® denotes a Trademark or Registered Mark owned by James Hardie Technology Limited.